09-696R (2)-001OE I L 1NG-z 1=L OO F;� i=l__. AN 1/411 = 11-011
1
S2 5EEA1„I' DETAIL 1',/- 11 -011
2x SOLID BLOCKING
EXIST. 2x10 CEILING
EXIST. 2x81 CEILING RAFTERS
I
P.T. 2x6
PROVIDE 3/8" HOLES IN
FLANGE OF STL. SEAM a BOTH
SIDES a 32" O.C. STAGGERED
TO RECEIVE 1/4" THRU BOLTS
W/ WASHERS
W 8x10 OR W 8x15 STL.
BEAM AS PER PLAN
2 S2 5EA1"r eFL ICE DETAIL 1iz, 11
4 x 6 x 114" SPLICE PLATE
4 x 6 x 1/2" CAP PLATE
3 x 3 x 3/16" T.S. COL. —
CONCRETE FILLED.
PROVIDE 1/4" WEEP HOLES
TOP AND BOTTOM
6 x 6 x 1/2" BOTTOM PLATE W/
(4)1/211 x 6" EXP. BOLTS
1/2" NON - SHRINK
GROUT UNDER BASE fE
36" x 36" x 12" FT'G. W/
4 • 5 EACH WAY
CONNECT EXIST. CEILING
JOISTS TO 2x6 TOP IM W/ (2) I6
d NAILS EACH SIDE TYP.
IV
REPLACE CONC.
AFTER PLACEMENT OF
COLUMN
• v
v .
----- - - - - -- --
EXIST. CONC. TIE BEAM
DRILL 4 EPDXY 6" MIN. INTO
EXIST. CONC. BEAM
HOLD GROUT POUR 2" FROM
TOP THEN HAND PACK W/
NON - SHRINK GROUT
V- w
AMFA FA
)All
CHIP FACE OF EXIST. MASONRY
TO INSTALL NEW REBAR
s
D °
0
105 IN OPENED CELL
D >
°
LAP 36" MIN.
DRILL 4 EPDXY 6" MIN. INTO ,
EXIST. GONG. FT'R.
EXIST. GRADE
N °
TYPICAL FILLED CELL N.T.S.
EXIST. SLAB
3 1
52 5EA1"C 4 COLU1 -IN DETAIL 11z", = 11 -011
CITY OF SOUTH MIAM)
BUILDING DEPT. ,�
STRUCTUR
S CTIOfd
�PPROVED,SY: _ `' , ,/� '••�' •� • • �• ;,'��
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John H. Buscher, P.E.
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x4404 S.W. 139th Court, Miami, Florida 33175 305 - 554 -9170
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